Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |
From inside the book
Results 1-3 of 61
Page 36
... procedure defined in eqn . ( 24 ) agree quite well . Figure 9 presents the nonsinusoidal oscillation at KC = 1.4 . The three curves shown in Fig . 9 are the force coefficients determined from the numerical solution and the two least ...
... procedure defined in eqn . ( 24 ) agree quite well . Figure 9 presents the nonsinusoidal oscillation at KC = 1.4 . The three curves shown in Fig . 9 are the force coefficients determined from the numerical solution and the two least ...
Page 571
... procedure is proposed for earthquake response analyses of three - dimensional frames with geo- metrical and material nonlinearities . First , a nonlinear elastic beam - column element is presented . Using a set of interpolation ...
... procedure is proposed for earthquake response analyses of three - dimensional frames with geo- metrical and material nonlinearities . First , a nonlinear elastic beam - column element is presented . Using a set of interpolation ...
Page 60
... procedure for calculating the combined response distribution , which was much easier to use . Their method seems to give good results for the case of pure wave drift response , for which an exact , closed- form solution exists ( Naess ...
... procedure for calculating the combined response distribution , which was much easier to use . Their method seems to give good results for the case of pure wave drift response , for which an exact , closed- form solution exists ( Naess ...
Contents
VORTEX SHEDDING AND VIBRATION | 187 |
OCEAN WAVES AND CURRENT | 209 |
COMPUTATIONAL METHODS | 247 |
Copyright | |
32 other sections not shown
Other editions - View all
Common terms and phrases
added mass amplitude analysis approximately average body boundary condition cable calculated circular cylinder components computed correlation density diffraction displacement distribution drag coefficient dynamic effects Ekofisk Engineering experimental field Figure finite element floating flow fluid free surface frequency domain function Green function horizontal hydrodynamic hydrodynamic forces incident wave integral equation irregular waves length lift force linear load low-frequency matrix maximum measured method mode mode shapes mooring motion natural frequency nonlinear obtained Ocean Offshore Structures OMAE open boundary oscillation parameters phase velocity platform predicted present pressure problem random waves ratio response Reynolds number riser Sarpkaya seabed second-order ship simulation small forward solitary wave solution spectral spectrum stiffness surge tank tanker tension tether theory transverse values vector velocity potential vertical vessel vibration vortex vortices water depth wave drift damping wave forces wave height wave profile